3 Road works at Pallipalayam block in Namakkal district under SCPAR package-2

Amount

Strengthening the road from VRS Nagar Road (R595) KM 0/0-0/570 H/O Samyasangaili Agraharam

Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. Km 0/0-0/800

Earth work excavation and depositing on bank with intial lead and lift in hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A Km 0/0-0/800

Providing and Laying girtty Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction Km 0/0-0/800

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/0-0/800

Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-0/800

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-0/800

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

Drain

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Cement Concrete 1:3:6 Using 40 mm gauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Plastering with Cement Mortar 1:3 10 mm thick including cost and conveyance of materials and labour charges etc., complete

Providing KM stone and HM stone

Strengthening the road from Samayasangili to Thottipalayam AR Colony Road (R292) Km 0/0-0/720 H/o. Samayasangili Agraharam

Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. Km 0/0-0/720

Picking 5 cm to 10 cm old mettalled suface and sectioning Km 0/0-0/720

Earth work excavation and depositing on bank with intial lead and lift in hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A Km 0/0-0/720

Providing and Laying girtty Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction Km 0/0-0/720

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/0-0/720

Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-0/720

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-0/720

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

Retaining wall

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Cement Concrete 1:3:6 Using 40 mm gauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Pipe Culvert

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Cement Concrete 1:3:6 Using 40 mm gauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and laying and jointing of 900 mm dia RCC pipe including cost and conveyance of materials and labour charges etc completed

Refilling the Basement with excavated earth other than sand complying the all charges Pipe crossing

Pipe Culvert

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Cement Concrete 1:3:6 Using 40 mm gauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and laying and jointing of 900 mm dia RCC pipe including cost and conveyance of materials and labour charges etc completed

Refilling the Basement with excavated earth other than sand complying the all charges Pipe crossing

Providing KM stone and HM stone

Strengthening the road from Thottipalayam Pudur to Barrage road Km 0/0-0/800 (R299) H/o. Samayasangili Agraharam

Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. Km 0/0-0/800

Picking 5 cm to 10 cm old mettalled suface and sectioning Km 0/0-0/800

Earth work excavation and depositing on bank with intial lead and lift in hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A Km 0/0-0/800

Providing and Laying girtty Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction Km 0/0-0/800

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. Km 0/0-0/800

Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-0/800

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-0/800

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

Retaining wall

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Cement Concrete 1:3:6 Using 40 mm gauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Drain

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supplying and erecting centering shuttering including necessary supports for including cost and conveyance of all materials to site and all labour charges etc complete.

Cement Concrete 1:3:6 Using 40 mm gauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Plastering with Cement Mortar 1:3 10 mm thick including cost and conveyance of materials and labour charges etc., complete

Providing KM stone and HM stone

GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

R MUTHUSAMY AND COMPANY